CODES

ADOPTS WITH AMENDMENTS:

International Energy Conservation Code 2012 (IECC 2012)

(This is a normative appendix and is part of this standard.)

RATED R-VALUE OF INSULATION
AND ASSEMBLY U-FACTOR, C-FACTOR,
AND F-FACTOR DETERMINATIONS

A1. GENERAL

A1.1 Pre-Calculated Assembly U-Factors, C-Factors, F-Factors, or Heat Capacities.
The U-factors, C-factors, F-factors, and heat capacities for typical construction assemblies are included in Sections A2 through A8. These values shall be used for all calculations unless otherwise allowed by Section A1.2. Interpolation between values in a particular table in Normative Appendix A is allowed for rated R-values of insulation, including insulated sheathing. Extrapolation beyond values in a table in Normative Appendix A is not allowed. A1.2 Applicant-Determined Assembly U-Factors, C-Factors, F-Factors, or Heat Capacities.
If the building official determines that the proposed construction assembly is not adequately represented in Sections A2 through A8, the applicant shall determine appropriate values for the assembly using the assumptions in Section A9. An assembly is deemed to be adequately represented if:

a. the interior structure, hereafter referred to as the base assembly, for the class of construction is the same as described in Sections A2 through A8 and

b. changes in exterior or interior surface building materials added to the base assembly do not increase or decrease the R-value by more than 2 from that indicated in the descriptions in Sections A2 through A8.

Insulation, including insulated sheathing, is not considered a building material.

A2. ROOFS

A2.1 General.
The buffering effect of suspended ceilings or attic spaces shall not be included in U-factor calculations. A2.2 Roofs with Insulation Entirely Above Deck

TABLE A2.2 Assembly U-Factors for Roofs
with Insulation Entirely Above Deck

Rated R-Value of
Insulation Alone
Overall U-Factor for
Entire Assembly
R-0U-1.282
R-1U-0.562
R-2U-0.360
R-3U-0.265
R-4U-0.209
R-5U-0.173
R-6U-0.147
R-7U-0.129
R-8U-0.114
R-9U-0.102
R-10U-0.093
R-11U-0.085
R-12U-0.078
R-13U-0.073
R-14U-0.068
R-15U-0.063
R-16U-0.060
R-17U-0.056
R-18U-0.053
R-19U-0.051
R-20U-0.048
R-21U-0.046
R-22U-0.044
R-23U-0.042
R-24U-0.040
R-25U-0.039
R-26U-0.037
R-27U-0.036
R-28U-0.035
R-29U-0.034
R-30U-0.032
R-35U-0.028
R-40U-0.025
R-45U-0.022
R-50U-0.020
R-55U-0.018
R-60U-0.016
A2.2.1 General.
For the purpose of Section A1.2, the base assembly is continuous insulation over a structural deck. The U-factor includes R-0.17 for exterior air film, R-0 for metal deck, and R-0.61 for interior air film heat flow up. Added insulation is continuous and uninterrupted by framing. The framing factor is zero. A2.2.2 Rated R-Value of Insulation.
For roofs with insulation entirely above deck, the rated R-value of insulation is for continuous insulation.
Exception: Interruptions for framing and pads for mechanical equipment are permitted with a combined total area not exceeding one percent of the total opaque assembly area.
A2.2.3 U-Factor.
U-factors for roofs with insulation entirely above deck shall be taken from Table A2.2. It is not acceptable to use these U-factors if the insulation is not entirely above deck or not continuous. A2.3 Metal Building Roofs

TABLE A2.3 Assembly U-Factors for Metal Building Roofs

Insulation
System
Rated
R-Value of
Insulation
Total Rated
R-Value of
Insulation
Overall
U-Factor
for Entire
Base Roof
Assembly
Overall U-Factor for Assembly of Base Roof Plus Continuous Insulation
(Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-5.6R-11.2R-16.8R-22.4R-28.0R-33.6
Standing Seam Roofs with Thermal Spacer Blocks
Single
Layer
None0U-1.2800.1570.0830.0570.0430.0350.029
R-66U-0.1670.0860.0580.0440.0350.0290.025
R-1010U-0.0970.0630.0460.0370.0310.0260.023
R-1111U-0.0920.0610.0450.0360.0300.0260.022
R-1313U-0.0830.0570.0430.0350.0290.0250.022
R-1616U-0.0720.0510.0400.0330.0280.0240.021
R-1919U-0.0650.0480.0380.0310.0260.0230.020
Double
Layer
R-10 + R-1020U-0.0630.0470.0370.0310.0260.0230.020
R-10 + R-1121U-0.0610.0450.0360.0300.0260.0230.020
R-11 + R-1122U-0.0600.0450.0360.0300.0260.0220.020
R-10 + R-1323U-0.0580.0440.0350.0290.0250.0220.020
R-11 + R-1324U-0.0570.0430.0350.0290.0250.0220.020
R-13 + R-1326U-0.0550.0420.0340.0290.0250.0220.019
R-10 + R-1929U-0.0520.0400.0330.0280.0240.0210.019
R-11 + R-1930U-0.0510.0400.0320.0270.0240.0210.019
R-13 + R-1932U-0.0490.0380.0320.0270.0230.0210.019
R-16 + R-1935U-0.0470.0370.0310.0260.0230.0200.018
R-19 + R-1938U-0.0460.0370.0300.0260.0230.0200.018
LinerR-11+R-1930U-0.035
R-11+R-2536U-0.031
R-11+R-3041U-0.029
SystemR-11+R-11+R-
25
47U-0.026
Standing Seam Roofs without Thermal Spacer Blocks
Liner SystemR-11+R-1930U-0.0400.0280.0240.0210.0200.017
Filled Cavity with Thermal Spacer Blocks
R-19+R-1029U-0.0410.0330.0280.0240.0210.0190.017
Thru-Fastened without Thermal Spacer Blocks
R-1010U-0.153
R-1111U-0.139
R-1313U-0.130
R-1616U-0.106
R-1919U-0.098
Liner
System
R-11+R-1930U-0.044
(Multiple R-values are listed in order from inside to outside.)
A2.3.1 General.
For the purpose of Section A1.2, the base assembly is a roof with thermal spacer blocks where the insulation is draped over the steel structure (purlins), spaced nominally 5 ft on center and compressed when the metal roof panels are attached to the steel structure (purlins). A2.3.2 Rated R-Value of Insulation A2.3.2.1
The first rated R-value of insulation is for insulation draped over purlins and then compressed when the metal roof panels are attached, or for insulation hung between the purlins. A minimum R-3.5 thermal spacer block between the purlins and the metal roof panels is required when specified in Table A2.3. A2.3.2.2
For double-layer installations, the second rated R-value of insulation is for insulation installed parallel to the purlins. A2.3.2.3
For continuous insulation (e.g., insulation boards or blankets), it is assumed that the insulation is installed below the purlins and is uninterrupted by framing members. Insulation exposed to the conditioned space or semiheated space shall have a facing, and all insulation seams shall be continuously sealed to provide a continuous air barrier. A2.3.2.4 Liner System (Ls).
A continuous vapor barrier liner is installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the liner between the purlins. For multilayer installations, the first rated R-Value of insulation is for unfaced insulation draped over purlins and then compressed when the metal roof panels are attached. A minimum R-3.5. thermal spacer block between the purlins and the metal roof panels is required when specified in Table A2.3. A2.3.3 U-factor.
U-factors for metal building roofs shall be taken from Table A2.3 It is not acceptable to use these U-factors if additional insulated sheathing is not continuous. A2.4 Attic Roofs with Wood Joists

TABLE A2.4 Assembly U-Factors for
Attic Roofs with Wood Joists

Rated R-Value of
Insulation Alone
Overall U-Factor for
Entire Assembly
Wood-Framed Attic, Standard Framing
NoneU-0.613
R-11U-0.091
R-13U-0.081
R-19U-0.053
R-30U-0.034
R-38U-0.027
R-49U-0.021
R-60U-0.017
R-71U-0.015
R-82U-0.013
R-93U-0.011
R-104U-0.010
R-115U-0.009
R-126U-0.008
Wood-Framed Attic, Advanced Framing
NoneU-0.613
R-11U-0.088
R-13U-0.078
R-19U-0.051
R-30U-0.032
R-38U-0.026
R-49U-0.020
R-60U-0.016
R-71U-0.014
R-82U-0.012
R-93U-0.011
R-104U-0.010
R-115U-0.009
R-126U-0.008
Wood Joists, Single-rafter Roof
Overall U-Factor for Assembly of Base Roof Plus Continuous Insulation
(Uninterrupted by Framing)

Cavity Insulation R-Value


Rated R-Value of Continuous Insulation

NoneR-5R-10R-15
NoneU-0.417U-0.135U-0.081U-0.057
R-11U-0.088U-0.061U-0.047U-0.038
R-13U-0.078U-0.056U-0.044U-0.036
R-15U-0.071U-0.052U-0.041U-0.034
R-19U-0.055U-0.043U-0.035U-0.030

TABLE A2.4
Assembly U-Factors for
Attic Roofs with Wood Joists (continued)

Wood Joists, Single-rafter Roof (cont.)
Overall U-Factor for Assembly of Base Roof Plus Continuous Insulation
(Uninterrupted by Framing)
Cavity Insulation R-ValueRated R-Value of Continuous Insulation
NoneR-5R-10R-15
R-21U-0.052U-0.041U-0.034U-0.029
R-25U-0.042U-0.035U-0.030U-0.026
R-30U-0.036U-0.030U-0.026U-0.023
R-38U-0.029U-0.025U-0.022U-0.020
A2.4.1 General.
For the purpose of Section A1.2, the base attic roof assembly is a roof with nominal 4 in. deep wood as the lower chord of a roof truss or ceiling joist. The ceiling is attached directly to the lower chord of the truss and the attic space above is ventilated. Insulation is located directly on top of the ceiling, first filling the cavities between the wood and then later covering both the wood and cavity areas. No credit is given for roofing materials. The single-rafter roof is similar to the base attic roof, with the key difference being that there is a single, deep rafter to which both the roof and the ceiling are attached. The heat flow path through the rafter is calculated to be the same depth as the insulation. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. The U-factors include R-0.46 for semi-exterior air film, R-0.56 for 0.625 in. gypsum board, and R-0.61 for interior air film heat flow up. U-factors are provided for the following configurations:

a. Attic roof, standard framing: insulation is tapered around the perimeter with a resultant decrease in thermal resistance. Weighting factors are 85% full-depth insulation, 5% half-depth insulation, and 10% joists.

b. Attic roof, advanced framing: full and even depth of insulation extending to the outside edge of exterior walls. Weighting factors are 90% full-depth insulation and 10% joists.

c. Single-rafter roof: an attic roof where the roof sheathing and ceiling are attached to the same rafter. Weighting factors are 90% full-depth insulation and 10% joists.

A2.4.2 Rated R-Value of Insulation

TABLE A2.4.2 Single-Rafter Roofs

Climate
Zone
Minimum Insulation R-Value or
Maximum Assembly U-Factor
Wood Rafter Depth, d (Actual)
d ≤ 8 in.8 < d ≤ 10 in.10 < d ≤ 12 in.
1–7R-19R-30R-38
U-0.055U-0.036U-0.028
8R-21R-30R-38
U-0.052U-0.036U-0.028
A2.4.2.1
For attics and other roofs, the rated R-value of insulation is for insulation installed both inside and outside the roof or entirely inside the roof cavity. A2.4.2.2
Occasional interruption by framing members is allowed but requires that the framing members be covered with insulation when the depth of the insulation exceeds the depth of the framing cavity. A2.4.2.3
Insulation in such roofs shall be permitted to be tapered at the eaves where the building structure does not allow full depth. A2.4.2.4
For single-rafter roofs, the requirement is the lesser of the values for attics and other roofs and those listed in Table A2.4.2. A2.4.3 U-factors for Attic Roofs with Wood Joists.
U-factors for attic roofs with wood joists shall be taken from Table A2.4. It is not acceptable to use these U-factors if the framing is not wood. For attic roofs with steel joists, see Section A2.5. A2.5 Attic Roofs with Steel Joists

TABLE A2.5 Assembly U-Factors for Attic Roofs
with Steel Joists (4.0 ft on Center)

Rated R-Value of
Insulation Alone
Overall U-Factor for
Entire Assembly
R-0U-1.282
R-4U-0.215
R-5U-0.179
R-8U-0.120
R-10U-0.100
R-11U-0.093
R-12U-0.086
R-13U-0.080
R-15U-0.072
R-16U-0.068
R-19U-0.058
R-20U-0.056
R-21U-0.054
R-24U-0.049
R-25U-0.048
R-30U-0.041
R-35U-0.037
R-38U-0.035
R-40U-0.033
R-45U-0.031
R-50U-0.028
R-55U-0.027
A2.5.1 General.
For the purpose of Section A1.2, the base assembly is a roof supported by steel joists with insulation between the joists. The assembly represents a roof in many ways similar to a roof with insulation entirely above deck and a metal building roof. It is distinguished from the metal building roof category in that there is no metal exposed to the exterior. It is distinguished from the roof with insulation entirely above deck in that the insulation is located below the deck and is interrupted by metal trusses that provide thermal bypasses to the insulation. The U-factors include R-0.17 for exterior air film, R-0 for metal deck, and R-0.61 for interior air film heat flow up. The performance of the insulation/framing layer is calculated using the values in Table A9.2A. A2.5.2
U-factors for attic roofs with steel joists shall be taken from Table A2.5. It is acceptable to use these U-factors for any attic roof with steel joists.

A3. ABOVE-GRADE WALLS

A3.1 Mass Wall

TABLE A3.1A Assembly U-Factors for Above-Grade Concrete Walls and Masonry Walls

Framing
Type and
Depth
Rated R-Value of
Insulation Alone
Assembly U-Factors for
8 in. Normal Weight
145 lb/ft3 Solid Concrete Walls
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Solid Grouted
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Partially Grouted (Cores Uninsulated
Except Where Specified)
No
Framing
R-0U-0.740U-0.580U-0.480
Ungrouted Cores Filled
with Loose-Fill Insulation
N/AN/AU-0.350
Continuous Metal Framing at 24 in. on Center Horizontally
3.5 in.R-11.0U-0.168U-0.158U-0.149
3.5 in.R-13.0U-0.161U-0.152U-0.144
3.5 in.R-15.0U-0.155U-0.147U-0.140
4.5 in.R-17.1U-0.133U-0.126U-0.121
4.5 in.R-22.5U-0.124U-0.119U-0.114
4.5 in.R-25.2U-0.122U-0.116U-0.112
5.0 in.R-19.0U-0.122U-0.117U-0.112
5.0 in.R-25.0U-0.115U-0.110U-0.106
5.0 in.R-28.0U-0.112U-0.107U-0.103
5.5 in.R-19.0U-0.118U-0.113U-0.109
5.5 in.R-20.9U-0.114U-0.109U-0.105
5.5 in.R-21.0U-0.113U-0.109U-0.105
5.5 in.R-27.5U-0.106U-0.102U-0.099
5.5 in.R-30.8U-0.104U-0.100U-0.096
6.0 in.R-22.8U-0.106U-0.102U-0.098
6.0 in.R-30.0U-0.099U-0.095U-0.092
6.0 in.R-33.6U-0.096U-0.093U-0.090
6.5 in.R-24.7U-0.099U-0.096U-0.092
7.0 in.R-26.6U-0.093U-0.090U-0.087
7.5 in.R-28.5U-0.088U-0.085U-0.083
8.0 in.R-30.4U-0.083U-0.081U-0.079
1 in. Metal Clips at 24 in. on Center Horizontally and 16 in. Vertically
1.0 in.R-3.8U-0.210U-0.195U-0.182
1.0 in.R-5.0U-0.184U-0.172U-0.162
1.0 in.R-5.6U-0.174U-0.163U-0.154
1.5 in.R-5.7U-0.160U-0.151U-0.143

TABLE A3.1A
Assembly U-Factors for Above-Grade
Concrete Walls and Masonry Walls (continued)

Framing
Type and
Depth
Rated R-Value of
Insulation Alone
Assembly U-Factors for
8 in. Normal Weight
145 lb/ft3Solid Concrete Walls
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Solid Grouted
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Partially Grouted (Cores Uninsulated
Except Where Specified)
No
Framing
R-0U-0.740U-0.580U-0.480
Ungrouted Cores Filled
with Loose-Fill Insulation
N/AN/AU-0.350
1.5 in.R-7.5U-0.138U-0.131U-0.125
1.5 in.R-8.4U-0.129U-0.123U-0.118
2.0 in.R-7.6U-0.129U-0.123U-0.118
2.0 in.R-10.0U-0.110U-0.106U-0.102
2.0 in.R-11.2U-0.103U-0.099U-0.096
2.5 in.R-9.5U-0.109U-0.104U-0.101
2.5 in.R-12.5U-0.092U-0.089U-0.086
2.5 in.R-14.0U-0.086U-0.083U-0.080
3.0 in.R-11.4U-0.094U-0.090U-0.088
3.0 in.R-15.0U-0.078U-0.076U-0.074
3.0 in.R-16.8U-0.073U-0.071U-0.069
3.5 in.R-13.3U-0.082U-0.080U-0.077
3.5 in.R-17.5U-0.069U-0.067U-0.065
3.5 in.R-19.6U-0.064U-0.062U-0.061
4.0 in.R-15.2U-0.073U-0.071U-0.070
4.0 in.R-20.0U-0.061U-0.060U-0.058
4.0 in.R-22.4U-0.057U-0.056U-0.054
1 in. Metal Clips at 24 in. on Center Horizontally and 16 in. Vertically (continued)
5.0 in.R-28.0U-0.046U-0.046U-0.045
6.0 in.R-33.6U-0.039U-0.039U-0.038
7.0 in.R-39.2U-0.034U-0.034U-0.033
8.0 in.R-44.8U-0.030U-0.030U-0.029
9.0 in.R-50.4U-0.027U-0.027U-0.026
10.0 in.R-56.0U-0.024U-0.024U-0.024
11.0 in.R-61.6U-0.022U-0.022U-0.022
Continuous Insulation Uninterrupted by Framing
No framingR-1.0U-0.425U-0.367U-0.324
No framingR-2.0U-0.298U-0.269U-0.245
No framingR-3.0U-0.230U-0.212U-0.197
No framingR-4.0U-0.187U-0.175U-0.164
No framingR-5.0U-0.157U-0.149U-0.141
No framingR-6.0U-0.136U-0.129U-0.124
No framingR-7.0U-0.120U-0.115U-0.110
No framingR-8.0U-0.107U-0.103U-0.099
No framingR-9.0U-0.097U-0.093U-0.090
No framingR-10.0U-0.088U-0.085U-0.083
No framingR-11.0U-0.081U-0.079U-0.076
No framingR-12.0U-0.075U-0.073U-0.071
No framingR-13.0U-0.070U-0.068U-0.066
No framingR-14.0U-0.065U-0.064U-0.062
No framingR-15.0U-0.061U-0.060U-0.059
No framingR-16.0U-0.058U-0.056U-0.055
No framingR-17.0U-0.054U-0.053U-0.052

TABLE A3.1A
Assembly U-Factors for Above-Grade Concrete
Walls and Masonry Walls (continued)

Framing
Type and
Depth
Rated R-Value of
Insulation Alone
Assembly U-Factors for
8 in. Normal Weight
145 lb/ft3 Solid Concrete Walls
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Solid Grouted
Assembly U-Factors for 8 in.
Medium Weight 115 lb/ft3
Concrete Block Walls:
Partially Grouted (Cores Uninsulated
Except Where Specified)
No
Framing
R-0U-0.740U-0.580U-0.480
Ungrouted Cores Filled
with Loose-Fill Insulation
N/AN/AU-0.350
No framingR-18.0U-0.052U-0.051U-0.050
No framingR-19.0U-0.049U-0.048U-0.047
No framingR-20.0U-0.047U-0.046U-0.045
No framingR-21.0U-0.045U-0.044U-0.043
No framingR-22.0U-0.043U-0.042U-0.042
No framingR-23.0U-0.041U-0.040U-0.040
No framingR-24.0U-0.039U-0.039U-0.038
No framingR-25.0U-0.038U-0.037U-0.037
No framingR-30.0U-0.032U-0.032U-0.031
No framingR-35.0U-0.028U-0.027U-0.027
No framingR-40.0U-0.024U-0.024U-0.024
No framingR-45.0U-0.022U-0.021U-0.021
No framingR-50.0U-0.019U-0.019U-0.019
No framingR-55.0U-0.018U-0.018U-0.018
No framingR-60.0U-0.016U-0.016U-0.016

TABLE A3.1B Assembly U-Factors, C-Factors, Ru, Rc, and HC for Concrete

Density,
lb/ft3
PropertiesThickness, in.
3456789101112
20U-factor0.220.170.140.120.100.090.080.070.070.06
C-factor0.270.200.160.130.110.100.090.080.070.07
Ru4.605.857.108.359.6010.8512.1013.3514.6015.85
Rc3.755.006.257.508.7510.0011.2512.5013.7515.00
HC1.01.31.72.02.32.73.03.33.74.0
30U-factor0.280.220.190.160.140.120.110.100.090.09
C-factor0.370.280.220.180.160.140.120.110.100.09
Ru3.584.495.406.307.218.129.039.9410.8511.76
Rc2.733.644.555.456.367.278.189.0910.0010.91
HC1.52.02.53.03.54.04.55.05.56.0
40U-factor0.330.270.230.190.170.150.140.130.110.11
C-factor0.470.350.280.230.200.180.160.140.130.12
Ru2.993.714.425.145.856.567.287.998.719.42
Rc2.142.863.574.295.005.716.437.147.868.57
HC2.02.73.34.04.75.36.06.77.38.0
50U-factor0.380.310.260.230.200.180.160.150.140.13
C-factor0.570.430.340.280.240.210.190.170.150.14
Ru2.613.203.794.384.975.566.146.737.327.91
Rc1.762.352.943.534.124.715.295.886.477.06
HC2.53.34.25.05.86.77.58.39.210.0
85U-factor0.650.560.500.440.400.370.340.310.290.27
C-factor1.431.080.860.710.610.540.480.430.390.36
Ru1.551.782.012.252.482.712.943.183.413.64
Rc0.700.931.161.401.631.862.092.332.562.79
HC4.35.77.18.59.911.312.814.215.617.0

TABLE A3.1B
Assembly U-Factors, C-Factors, Ru, Rc, and HC for Concrete (continued)

Density,
lb/ft3
PropertiesThickness, in.
3456789101112
95U-factor0.720.640.570.520.480.440.410.380.360.33
C-factor1.851.411.120.930.800.700.620.560.510.47
Ru1.391.561.741.922.102.282.462.642.812.99
Rc0.540.710.891.071.251.431.611.791.962.14
HC4.86.37.99.511.112.714.315.817.419.0
105U-factor0.790.710.650.590.540.510.470.440.420.39
C-factor2.381.791.431.181.010.880.790.710.650.59
Ru1.271.411.561.701.841.982.122.262.402.54
Rc0.420.560.700.850.991.131.271.411.551.69
HC5.37.08.810.512.314.015.817.519.321.0
115U-factor0.840.770.700.650.610.570.530.500.480.45
C-factor2.942.221.751.471.251.100.980.880.800.74
Ru1.191.301.421.531.651.761.871.992.102.21
Rc0.340.450.570.680.800.911.021.141.251.36
HC5.87.79.611.513.415.317.319.221.123.0
125U-factor0.880.820.760.710.670.630.600.560.530.51
C-factor3.572.702.171.791.541.351.201.030.980.90
Ru1.131.221.311.411.501.591.681.781.871.96
Rc0.280.370.460.560.650.740.830.931.021.11
HC6.38.310.412.514.616.718.820.822.925.0
135U-factor0.930.870.820.770.730.690.660.630.600.57
C-factor4.553.332.702.221.921.671.491.331.221.11
Ru1.071.151.221.301.371.451.521.601.671.75
Rc0.220.300.370.450.520.600.670.750.820.90
HC6.89.011.313.515.818.020.322.524.827.0
144U-factor0.960.910.860.810.780.740.710.680.650.63
C-factor5.264.003.232.632.272.001.791.591.451.33
Ru1.041.101.161.231.291.351.411.481.541.60
Rc0.190.250.310.380.440.500.560.630.690.75
HC7.29.612.014.416.819.221.624.026.428.8
The U-factors and Ru include standard air film resistances.
The C-factors and Rc are for the same assembly without air film resistances.
Note that the following assemblies do not qualify as a mass wall or mass floor:
3 in. thick concrete with densities of 85, 95, 125, and 135 lb/ft3.

TABLE A3.1C Assembly U-Factors, C-Factors, Ru, Rc, and HC for Concrete Block Walls

Product Size,
in.
Density,
lb/ft3
PropertiesConcrete Block Grouting and Cell Treatment
Solid
Grouted
Partly Grouted,
Cells Empty
Partly Grouted,
Cells Insulated
Unreinforced,
Cells Empty
Unreinforced,
Cells Insulated
6 in. block85U-factor0.570.460.340.400.20
C-factor1.110.750.470.600.23
Ru1.752.182.972.525.13
Rc0.901.332.121.674.28
HC10.96.77.04.24.6
95U-factor0.610.490.360.420.22
C-factor1.250.830.530.650.27
Ru1.652.062.752.384.61
Rc0.801.211.901.533.76
HC11.47.27.54.75.1
105U-factor0.640.510.390.440.24
C-factor1.380.910.580.710.30
Ru1.571.952.562.264.17
Rc0.721.101.711.413.32
HC11.97.77.95.15.6

TABLE A3.1C Assembly U-Factors, C-Factors, Ru, Rc, and HC for Concrete Block Walls (continued)

Product Size,
in.
Density,
lb/ft3
Properties Concrete Block Grouting and Cell Treatment
Solid
Grouted
Partly Grouted,
Cells Empty
Partly Grouted,
Cells Insulated
Unreinforced,
Cells Empty
Unreinforced,
Cells Insulated
6 in. block 115 U-factor 0.66 0.54 0.41 0.46 0.26
C-factor 1.52 0.98 0.64 0.76 0.34
Ru 1.51 1.87 2.41 2.16 3.79
Rc 0.66 1.02 1.56 1.31 2.94
HC 12.3 8.1 8.4 5.6 6.0
125 U-factor 0.70 0.56 0.45 0.49 0.30
C-factor 1.70 1.08 0.73 0.84 0.40
Ru 1.44 1.78 2.23 2.04 3.38
Rc 0.59 0.93 1.38 1.19 2.53
HC 12.8 8.6 8.8 6.0 6.5
135 U-factor 0.73 0.60 0.49 0.53 0.35
C-factor 1.94 1.23 0.85 0.95 0.49
Ru 1.36 1.67 2.02 1.90 2.89
Rc 0.51 0.82 1.17 1.05 2.04
HC 13.2 9.0 9.3 6.5 6.9
8 in. block 85 U-factor 0.49 0.41 0.28 0.37 0.15
C-factor 0.85 0.63 0.37 0.53 0.17
Ru 2.03 2.43 3.55 2.72 6.62
Rc 1.18 1.58 2.70 1.87 5.77
HC 15.0 9.0 9.4 5.4 6.0
95 U-factor 0.53 0.44 0.31 0.39 0.17
C-factor 0.95 0.70 0.41 0.58 0.20
Ru 1.90 2.29 3.27 2.57 5.92
Rc 1.05 1.44 2.42 1.72 5.07
HC 15.5 9.6 10.0 6.0 6.6
105 U-factor 0.55 0.46 0.33 0.41 0.19
C-factor 1.05 0.76 0.46 0.63 0.22
Ru 1.81 2.17 3.04 2.44 5.32
Rc 0.96 1.32 2.19 1.59 4.47
HC 16.1 10.2 10.6 6.6 7.2
115 U-factor 0.58 0.48 0.35 0.43 0.21
C-factor 1.14 0.82 0.50 0.68 0.25
Ru 1.72 2.07 2.84 2.33 4.78
Rc 0.87 1.22 1.99 1.48 3.93
HC 16.7 10.8 11.2 7.2 7.8
125 U-factor 0.61 0.51 0.38 0.45 0.24
C-factor 1.27 0.90 0.57 0.74 0.30
Ru 1.64 1.96 2.62 2.20 4.20
Rc 0.79 1.11 1.77 1.35 3.35
HC 17.3 11.4 11.8 7.8 8.4
135 U-factor 0.65 0.55 0.42 0.49 0.28
C-factor 1.44 1.02 0.67 0.83 0.37
Ru 1.54 1.83 2.35 2.05 3.55
Rc 0.69 0.98 1.50 1.20 2.70
HC 17.9 12.0 12.4 8.4 9.0
10 in. block 85 U-factor 0.44 0.38 0.25 0.35 0.13
C-factor 0.70 0.57 0.31 0.50 0.14
Ru 2.29 2.61 4.05 2.84 7.87
Rc 1.44 1.76 3.20 1.99 7.02
HC 19.0 11.2 11.7 6.5 7.3
95 U-factor 0.47 0.41 0.27 0.37 0.14
C-factor 0.77 0.62 0.35 0.55 0.16
Ru 2.15 2.46 3.73 2.67 6.94
Rc 1.30 1.61 2.88 1.82 6.09
HC 19.7 11.9 12.4 7.3 8.1
105 U-factor 0.49 0.43 0.29 0.39 0.16
C-factor 0.85 0.68 0.39 0.59 0.19
Ru 2.03 2.33 3.45 2.54 6.17
Rc 1.18 1.48 2.60 1.69 5.32
HC 20.4 12.6 13.1 8.0 8.8

TABLE A3.1C Assembly U-Factors, C-Factors, Ru, Rc, and HC for Concrete Block Walls (continued)

Product Size,
in.
Density,
lb/ft3
Properties Concrete Block Grouting and Cell Treatment
Solid
Grouted
Partly Grouted,
Cells Empty
Partly Grouted,
Cells Insulated
Unreinforced,
Cells Empty
Unreinforced,
Cells Insulated
10 in. block 115 U-factor 0.52 0.45 0.31 0.41 0.18
C-factor 0.92 0.73 0.42 0.64 0.21
Ru 1.94 2.22 3.21 2.42 5.52
Rc 1.09 1.37 2.36 1.57 4.67
HC 21.1 13.4 13.9 8.7 9.5
125 U-factor 0.54 0.48 0.34 0.44 0.21
C-factor 1.01 0.80 0.48 0.70 0.25
Ru 1.84 2.10 2.95 2.28 4.81
Rc 0.99 1.25 2.10 1.43 3.96
HC 21.8 14.1 14.6 9.4 10.2
135 U-factor 0.58 0.51 0.38 0.47 0.25
C-factor 1.14 0.90 0.56 0.79 0.32
Ru 1.72 1.96 2.64 2.12 4.00
Rc 0.87 1.11 1.79 1.27 3.15
HC 22.6 14.8 15.3 10.2 11.0
12 in. block 85 U-factor 0.40 0.36 0.22 0.34 0.11
C-factor 0.59 0.52 0.27 0.48 0.12
Ru 2.53 2.77 4.59 2.93 9.43
Rc 1.68 1.92 3.74 2.08 8.58
HC 23.1 13.3 14.0 7.5 8.5
95 U-factor 0.42 0.38 0.24 0.36 0.12
C-factor 0.66 0.57 0.30 0.52 0.13
Ru 2.30 2.60 4.22 2.76 8.33
Rc 1.53 1.75 3.37 1.91 7.48
HC 23.9 14.2 14.8 8.3 9.3
105 U-factor 0.44 0.41 0.26 0.38 0.14
C-factor 0.71 0.62 0.33 0.57 0.15
Ru 2.25 2.47 3.90 2.62 7.35
Rc 1.40 1.62 3.05 1.77 6.50
HC 24.7 15.0 15.6 9.1 10.2
115 U-factor 0.47 0.42 0.28 0.40 0.15
C-factor 0.77 0.66 0.36 0.61 0.18
Ru 2.15 2.36 3.63 2.49 6.54
Rc 1.30 1.51 2.78 1.64 5.69
HC 25.6 15.8 16.4 10.0 11.0
125 U-factor 0.49 0.45 0.30 0.42 0.18
C-factor 0.84 0.72 0.40 0.66 0.21
Ru 2.04 2.23 3.34 2.36 5.68
Rc 1.19 1.38 2.49 1.51 4.83
HC 26.4 16.6 17.3 10.8 11.8
135 U-factor 0.52 0.48 0.34 0.46 0.21
C-factor 0.94 0.81 0.47 0.74 0.26
Ru 1.91 2.08 2.98 2.19 4.67
Rc 1.06 1.23 2.13 1.34 3.82
HC 27.2 17.5 18.1 11.6 12.6

TABLE A3.1D Effective R-Values for Insulation/Framing
Layers Added to Above-Grade Mass Walls
and Below-Grade Walls

Depth,
in.
Framing
Type
Rated R-Value of Insulation
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Effective R-value if continuous insulation uninterrupted by framing (includes gypsum board)
None 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 14.5 15.5 16.5 17.5 18.5 19.5 20.5 21.5 22.5 23.5 24.5 25.5
Effective R-value if insulation is installed in cavity between framing (includes gypsum board)
0.5 Wood 1.3 1.3 1.9 2.4 2.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Metal 0.9 0.9 1.1 1.1 1.2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
0.75 Wood 1.4 1.4 2.1 2.7 3.1 3.5 3.8 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Metal 1.0 1.0 1.3 1.4 1.5 1.5 1.6 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
1.0 Wood 1.3 1.5 2.2 2.9 3.4 3.9 4.3 4.6 4.9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Metal 1.0 1.1 1.4 1.6 1.7 1.8 1.8 1.9 1.9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
1.5 Wood 1.3 1.5 2.4 3.1 3.8 4.4 4.9 5.4 5.8 6.2 6.5 6.8 7.1 NA NA NA NA NA NA NA NA NA NA NA NA NA
Metal 1.1 1.2 1.6 1.9 2.1 2.2 2.3 2.4 2.5 2.5 2.6 2.6 2.7 NA NA NA NA NA NA NA NA NA NA NA NA NA
2.0 Wood 1.4 1.5 2.5 3.3 4.0 4.7 5.3 5.9 6.4 6.9 7.3 7.7 8.1 8.4 8.7 9.0 9.3 NA NA NA NA NA NA NA NA NA
Metal 1.1 1.2 1.7 2.1 2.3 2.5 2.7 2.8 2.9 3.0 3.1 3.2 3.2 3.3 3.3 3.4 3.4 NA NA NA NA NA NA NA NA NA
2.5 Wood 1.4 1.5 2.5 3.4 4.2 4.9 5.6 6.3 6.8 7.4 7.9 8.4 8.8 9.2 9.6 10.0 10.3 10.6 10.9 11.2 11.5 NA NA NA NA NA
Metal 1.2 1.3 1.8 2.3 2.6 2.8 3.0 3.2 3.3 3.5 3.6 3.6 3.7 3.8 3.9 3.9 4.0 4.0 4.1 4.1 4.1 NA NA NA NA NA
3.0 Wood 1.4 1.5 2.5 3.5 4.3 5.1 5.8 6.5 7.2 7.8 8.3 8.9 9.4 9.9 10.3 10.7 11.1 11.5 11.9 12.2 12.5 12.9 na na na na
Metal 1.2 1.3 1.9 2.4 2.8 3.1 3.3 3.5 3.7 3.8 4.0 4.1 4.2 4.3 4.4 4.4 4.5 4.6 4.6 4.7 4.7 4.8 na na na na
3.5 Wood 1.4 1.5 2.6 3.5 4.4 5.2 6.0 6.7 7.4 8.1 8.7 9.3 9.8 10.4 10.9 11.3 11.8 12.2 12.6 13.0 13.4 13.8 14.1 14.5 14.8 15.1
Metal 1.2 1.3 2.0 2.5 2.9 3.2 3.5 3.8 4.0 4.2 4.3 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.1 5.2 5.2 5.3 5.4 5.4 5.4 5.5
4.0 Wood 1.4 1.6 2.6 3.6 4.5 5.3 6.1 6.9 7.6 8.3 9.0 9.6 10.2 10.8 11.3 11.9 12.4 12.8 13.3 13.7 14.2 14.6 14.9 15.3 15.7 16.0
Metal 1.2 1.3 2.0 2.6 3.0 3.4 3.7 4.0 4.2 4.5 4.6 4.8 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.8 5.9 5.9 6.0 6.0
4.5 Wood 1.4 1.6 2.6 3.6 4.5 5.4 6.2 7.1 7.8 8.5 9.2 9.9 10.5 11.2 11.7 12.3 12.8 13.3 13.8 14.3 14.8 15.2 15.7 16.1 16.5 16.9
Metal 1.2 1.3 2.1 2.6 3.1 3.5 3.9 4.2 4.5 4.7 4.9 5.1 5.3 5.4 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.4 6.5 6.6
5.0 Wood 1.4 1.6 2.6 3.6 4.6 5.5 6.3 7.2 8.0 8.7 9.4 10.1 10.8 11.5 12.1 12.7 13.2 13.8 14.3 14.8 15.3 15.8 16.3 16.7 17.2 17.6
Metal 1.2 1.4 2.1 2.7 3.2 3.7 4.1 4.4 4.7 5.0 5.2 5.4 5.6 5.8 5.9 6.1 6.2 6.3 6.5 6.6 6.7 6.8 6.8 6.9 7.0 7.1
5.5 Wood 1.4 1.6 2.6 3.6 4.6 5.5 6.4 7.3 8.1 8.9 9.6 10.3 11.0 11.7 12.4 13.0 13.6 14.2 14.7 15.3 15.8 16.3 16.8 17.3 17.8 18.2
Metal 1.3 1.4 2.1 2.8 3.3 3.8 4.2 4.6 4.9 5.2 5.4 5.7 5.9 6.1 6.3 6.4 6.6 6.7 6.8 7.0 7.1 7.2 7.3 7.4 7.5 7.6
A3.1.1 General.
For the purpose of Section A1.2, the base assembly is a masonry or concrete wall. Continuous insulation is installed on the interior or exterior or within the masonry units, or it is installed on the interior or exterior of the concrete. The U-factors include R-0.17 for exterior air film and R-0.68 for interior air film, vertical surfaces. For insulated walls, the U-factor also includes R-0.45 for 0.5 in. gypsum board. U-factors are provided for the following configurations:

a. Concrete wall: 8 in. normal weight concrete wall with a density of 145 lb/ft3.

b. Solid grouted concrete block wall: 8 in. medium weight ASTM C90 concrete block with a density of 115 lb/ft3 and solid grouted cores.

c. Partially grouted concrete block wall: 8 in. medium weight ASTM C90 concrete block with a density of 115 lb/ft3 having reinforcing steel every 32 in. vertically and every 48 in. horizontally, with cores grouted in those areas only. Other cores are filled with insulating material only if there is no other insulation.

A3.1.2 Mass Wall Rated R-Value of Insulation A3.1.2.1
Mass wall HC shall be determined from Table A3.1B or A3.1C. A3.1.2.2
The rated R-value of insulation is for continuous insulation uninterrupted by framing other than 20 gauge 1 in. metal clips spaced no closer than 24 in. on center horizontally and 16 in. on center vertically. A3.1.2.3
Where other framing, including metal and wood studs, is used, compliance shall be based on the maximum assembly U-factor. A3.1.2.4
Where rated R-value of insulation is used for concrete sandwich panels, the insulation shall be continuous throughout the entire panel. A3.1.3 Mass Wall U-Factor A3.1.3.1
U-factors for mass walls shall be taken from Table A3.1A or determined by the procedure in this subsection. It is acceptable to use the U-factors in Table A3.1A for all mass walls, provided that the grouting is equal to or less than that specified. HC for mass walls shall be taken from Table A3.1B or A3.1C.
Exception: For mass walls, where the requirement in Tables 5.5-1 through 5.5-8 is for a maximum assembly U-0.151 followed by footnote “b,” ASTM C90 concrete block walls, ungrouted or partially grouted at 32 in. or less on center vertically and 48 in. or less on center horizontally, shall have ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu•in./h•ft2•°F. Other mass walls with integral insulation shall meet the criteria when their U-factors are equal to or less than those for the appropriate thickness and density in the “Partly Grouted Cells Insulated” column of Table A3.1C
A3.1.3.2 Determination of Mass Wall U-Factors.
If not taken from Table A3.1A, mass wall U-factors shall be determined from Tables A3.1B, A3.1C, or A3.1D using the following procedure:

1. If the mass wall is uninsulated or only the cells are insulated:

a. For concrete walls, determine the U-factor from Table A3.1B based on the concrete density and wall thickness.

b. For concrete block walls, determine the U-factor from Table A3.1C based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated.

2. If the mass wall has additional insulation:

a. For concrete walls, determine the Ru from Table A3.1B based on the concrete density and wall thickness. Next, determine the effective R-value for the insulation/framing layer from Table A3.1D based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the U-factor by adding the Ru and the effective R-value together and taking the inverse of the total.

b. For concrete block walls, determine the Ru from Table A3.1C based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated. Next, determine the effective R-value for the insulation/framing layer from Table A3.1D based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the U-factor by adding the Ru and the effective R-value together and taking the inverse of the total.

A3.2 Metal Building Walls

TABLE A3.2 Assembly U-Factors for Metal Building
Walls

Insulation
System
Rated
R-Value of
Insulation
Total Rated
R-Value of
Insulation
Overall
U-Factor
for Entire
Base Wall
Assembly
Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation
(Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-5.6 R-11.2 R-16.8 R-22.4 R-28.0 R-33.6
Single Layer of Mineral Fiber
None 0 1.180 0.161 0.086 0.059 0.045 0.036 0.030
R-6 6 0.184 0.091 0.060 0.045 0.036 0.030 0.026
R-10 10 0.134 0.077 0.054 0.051 0.033 0.028 0.024
R-11 11 0.123 0.073 0.052 0.040 0.033 0.028 0.024
R-13 13 0.113 0.069 0.050 0.039 0.032 0.027 0.024
R-16 16 0.093 0.061 0.046 0.036 0.030 0.026 0.023
R-19 19 0.084 0.057 0.043 0.035 0.029 0.025 0.022
Double Layer of Mineral Fiber
(Second layer inside of girts)
(Multiple layers are listed in order from inside to outside)
R-6 + R-13 19 0.070 N/A N/A N/A N/A N/A N/A
R-10 + R-13 23 0.061 N/A N/A N/A N/A N/A N/A
R-13 + R-13 26 0.057 N/A N/A N/A N/A N/A N/A
R-19 + R-13 32 0.048 N/A N/A N/A N/A N/A N/A
A3.2.1 General.
For the purpose of Section A1.2, the base assembly is a wall where the insulation is compressed between metal wall panels and the metal structure. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. A3.2.2 Rated R-Value of Insulation for Metal Building Walls A3.2.2.1
The first rated R-Value of insulation is for insulation compressed between metal wall panels and the steel structure. A3.2.2.2
For double-layer installations, the second rated R-value of insulation is for insulation installed from the inside, covering the girts. A3.2.2.3
For continuous insulation (e.g., insulation boards) it is assumed that the insulation boards are installed on the inside of the girts and uninterrupted by the framing members. A3.2.2.4
Insulation exposed to the conditioned space or semiheated space shall have a facing, and all insulation seams shall be continuously sealed to provide a continuous air barrier. A3.2.3 U-Factors for Metal Building Walls.
U-factors
for metal building walls shall be taken from Table A3.2. It is not acceptable to use these U-factors if additional insulation is not continuous. A3.3 Steel-Framed Walls

TABLE A3.3 Assembly U-Factors for Steel-Frame Walls

Framing
Type and
Spacing
Width
(Actual
Depth)
Cavity Insulation
R-Value: Rated
(Effective Installed
[see Table A9.2B])
Overall
U-Factor
for Entire
Base Wall
Assembly
Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation (Uninterrupted by Framing),
Rated R-Value of Continuous Insulation
R-1.00 R-2.00 R-3.00 R-4.00 R-5.00 R-6.00 R-7.00 R-8.00 R-9.00 R-10.00 R-11.00 R-12.00 R-13.00 R-14.00 R-15.00 R-20.00 R-25.00 R-30.00 R-35.00 R-40.00
Steel Framing at 16 in. on center
3.5 in.
depth
None (0.0) 0.352 0.260 0.207 0.171 0.146 0.128 0.113 0.102 0.092 0.084 0.078 0.072 0.067 0.063 0.059 0.056 0.044 0.036 0.030 0.026 0.023
R-11 (5.5) 0.132 0.117 0.105 0.095 0.087 0.080 0.074 0.069 0.064 0.060 0.057 0.054 0.051 0.049 0.046 0.044 0.036 0.031 0.027 0.024 0.021
R-13 (6.0) 0.124 0.111 0.100 0.091 0.083 0.077 0.071 0.066 0.062 0.059 0.055 0.052 0.050 0.048 0.045 0.043 0.036 0.030 0.026 0.023 0.021
R-15 (6.4) 0.118 0.106 0.096 0.087 0.080 0.074 0.069 0.065 0.061 0.057 0.054 0.051 0.049 0.047 0.045 0.043 0.035 0.030 0.026 0.023 0.021
6.0 in.
depth
R-19 (7.1) 0.109 0.099 0.090 0.082 0.076 0.071 0.066 0.062 0.058 0.055 0.052 0.050 0.047 0.045 0.043 0.041 0.034 0.029 0.026 0.023 0.020
R-21 (7.4) 0.106 0.096 0.087 0.080 0.074 0.069 0.065 0.061 0.057 0.054 0.051 0.049 0.047 0.045 0.043 0.041 0.034 0.029 0.025 0.022 0.020
Steel Framing at 24 in. on center
3.5 in.
depth
None (0.0) 0.338 0.253 0.202 0.168 0.144 0.126 0.112 0.100 0.091 0.084 0.077 0.072 0.067 0.063 0.059 0.056 0.044 0.036 0.030 0.026 0.023
R-11 (6.6) 0.116 0.104 0.094 0.086 0.079 0.073 0.068 0.064 0.060 0.057 0.054 0.051 0.048 0.046 0.044 0.042 0.035 0.030 0.026 0.023 0.021
R-13 (7.2) 0.108 0.098 0.089 0.082 0.075 0.070 0.066 0.062 0.058 0.055 0.052 0.049 0.047 0.045 0.043 0.041 0.034 0.029 0.025 0.023 0.020
R-15 (7.8) 0.102 0.092 0.084 0.078 0.072 0.067 0.063 0.059 0.056 0.053 0.050 0.048 0.046 0.044 0.042 0.040 0.034 0.029 0.025 0.022 0.020
6.0 in.
depth
R-19 (8.6) 0.094 0.086 0.079 0.073 0.068 0.064 0.060 0.057 0.054 0.051 0.048 0.046 0.044 0.042 0.041 0.039 0.033 0.028 0.025 0.022 0.020
R-21 (9.0) 0.090 0.083 0.077 0.071 0.066 0.062 0.059 0.055 0.052 0.050 0.048 0.045 0.043 0.042 0.040 0.038 0.032 0.028 0.024 0.022 0.020
A3.3.1 General.
For the purpose of Section A1.2, the base assembly is a wall where the insulation is installed within the cavity of the steel stud framing but where there is not a metal exterior surface spanning member. The steel stud framing is a minimum uncoated thickness of 0.043 in. for 18 gauge or 0.054 in. for 16 gauge. The U-factors include R-0.17 for exterior air film, R-0.08 for stucco, R-0.56 for 0.625 in. gypsum board on the exterior, R-0.56 for 0.625 in. gypsum board on the interior, and R-0.68 for interior vertical surfaces air film. The performance of the insulation/framing layer is calculated using the values in Table A9.2B. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. U-factors are provided for the following configurations:

a. Standard framing: steel stud framing at 16 in. on center with cavities filled with 16 in. wide insulation for both 3.5 in. deep and 6.0 in. deep wall cavities.

b. Advanced framing: steel stud framing at 24 in. on center with cavities filled with 24 in. wide insulation for both 3.5 in. deep and 6.0 in. deep wall cavities.

A3.3.2 Rated R-Value of Insulation for Steel-Framed Walls A3.3.2.1
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between steel studs. It is acceptable for this insulation to also be continuous insulation uninterrupted by framing. A3.3.2.2
If there are two values, the second rated R-value of insulation is for continuous insulation uninterrupted by framing, etc., to be installed in addition to the first insulation. A3.3.2.3
Opaque mullions in spandrel glass shall be covered with insulation complying with the steel-framed wall requirements. A3.3.3 U-Factors for Steel-Framed Walls A3.3.3.1
U-factors for steel-framed walls shall be taken from Table A3.3. A3.3.3.2
For steel-framed walls with framing at less than 24 in. on center, use the standard framing values as described in Section A3.3.1(a). A3.3.3.3
For steel-framed walls with framing from 24 to 32 in. on center, use the advanced framing values as described in Section A3.3.1(b). A3.3.3.4
For steel-framed walls with framing greater than 32 in. on center, use the metal building wall values in Table A3.2. A3.4 Wood-Framed Walls

TABLE A3.4 Assembly U-Factors for Wood-Frame Walls

Framing
Type and
Spacing
Width
(Actual
Depth)
Cavity
Insulation
R-Value: Rated
(Effective Installed [see
Table A9.4C])
Overall
U-Factor
for Entire
Base Wall
Assembly
Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation (Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-1.00R-2.00R-3.00R-4.00R-5.00R-6.00R-7.00R-8.00R-9.00R-10.00R-11.00R-12.00 R-13.00R-14.00R-15.00R-20.00 R-25.00R-30.00 R-35.00R-40.00
Wood Studs at 16 in. on center
3.5 in.
depth
None (0.0)0.2920.2230.1810.1520.1320.1160.1040.0940.0860.0790.0730.0680.0640.0600.0560.0530.0420.0350.0300.0260.023
R-11 (11.0)0.0960.0870.0790.0730.0680.0630.0590.0560.0530.0500.0480.0460.0440.0420.0400.0380.0320.0280.0240.0220.020
R-13 (13.0)0.0890.0800.0740.0680.0630.0590.0560.0530.0500.0470.0450.0430.0410.0400.0380.0370.0310.0270.0240.0210.019
R-15 (15.0)0.0830.0750.0690.0640.0600.0560.0530.0500.0470.0450.0430.0410.0390.0380.0360.0350.0300.0260.0230.0200.019
5.5 in.
depth
R-19 (18.0)0.0670.0620.0580.0540.0510.0480.0460.0440.0420.0400.0380.0370.0360.0340.0330.0320.0270.0240.0210.0190.018
R-21 (21.0)0.0630.0580.0540.0510.0480.0450.0430.0410.0390.0380.0360.0350.0340.0320.0310.0300.0260.0230.0210.0190.017
+ R-10
headers
R-19 (18.0)0.0630.0590.0550.0520.0490.0470.0450.0430.0410.0390.0380.0360.0350.0340.0330.0310.0270.0240.0210.0190.017
R-21 (21.0)0.0590.0550.0510.0490.0460.0440.0420.0400.0380.0370.0350.0340.0330.0320.0310.0300.0260.0230.0200.0180.017
Wood Studs at 24 in. on center
3.5 in.
depth
None (0.0)0.2980.2270.1830.1540.1330.1170.1050.0950.0860.0790.0740.0680.0640.0600.0570.0540.0420.0350.0300.0260.023
R-11 (11.0)0.0940.0850.0780.0720.0670.0620.0590.0550.0520.0500.0470.0450.0430.0410.0400.0380.0320.0270.0240.0220.019
R-13 (13.0)0.0860.0780.0720.0670.0620.0580.0550.0520.0490.0470.0450.0430.0410.0390.0380.0360.0310.0260.0230.0210.019
R-15 (15.0)0.0800.0730.0670.0620.0580.0550.0520.0490.0460.0440.0420.0400.0390.0370.0360.0350.0290.0260.0230.0200.018
5.5 in.
depth
R-19 (18.0)0.0650.0600.0560.0530.0500.0470.0450.0430.0410.0390.0380.0360.0350.0340.0330.0320.0270.0240.0210.0190.018
R-21 (21.0)0.0600.0560.0520.0490.0460.0440.0420.0400.0380.0370.0360.0340.0330.0320.0310.0300.0260.0230.0200.0180.017
+ R-10
headers
R-19 (18.0)0.0620.0580.0540.0510.0480.0460.0440.0420.0400.0390.0370.0360.0340.0330.0320.0310.0270.0240.0210.0190.017
R-21 (21.0)0.0570.0530.0500.0470.0450.0430.0410.0390.0370.0360.0350.0330.0320.0310.0300.0290.0250.0230.0200.0180.017
A3.4.1 General.
For the purpose of Section A1.2, the base assembly is a wall where the insulation is installed between 2 in. nominal wood framing. Cavity insulation is full depth, but values are taken from Table A9.4C for R-19 insulation, which is compressed when installed in a 5.5 in. cavity. Headers are double 2 in. nominal wood framing. The U-factors include R-0.17 for exterior air film, R-0.08 for stucco, R-0.56 for 0.625 in. gypsum board on the exterior, R-0.56 for 0.625 in. gypsum board on the interior, and R-0.68 for interior air film, vertical surfaces. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. U-factors are provided for the following configurations:

a. Standard framing: wood framing at 16 in. on center with cavities filled with 14.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double headers leave no cavity. Weighting factors are 75% insulated cavity, 21% studs, plates, and sills, and 4% headers.

b. Advanced framing: wood framing at 24 in. on center with cavities filled with 22.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double headers leave uninsulated cavities. Weighting factors are 78% insulated cavity, 18% studs, plates, and sills, and 4% headers.

c. Advanced framing with insulated headers: wood framing at 24 in. on center with cavities filled with 22.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double header cavities are insulated. Weighting factors are 78% insulated cavity, 18% studs, plates, and sills, and 4% headers.

A3.4.2 Rated R-value of Insulation for Wood-Framed and Other Walls
A3.4.2.1
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between wood studs. It is acceptable for this insulation to also be continuous insulation uninterrupted by framing. A3.4.2.2
If there are two values, the second rated R-value of insulation is for continuous insulation uninterrupted by framing, etc., to be installed in addition to the first insulation. A3.4.3 U-Factors for Wood-Framed Walls A3.4.3.1
U-factors for wood-framed walls shall be taken from Table A3.4. A3.4.3.2
For wood-framed walls with framing at less than 24 in. on center, use the standard framing values as described in Section A3.4.1(a). A3.4.3.3
For wood-framed walls with framing from 24 to 32 in. on center, use the advanced framing values as described in Section A3.4.1(b) if the headers are uninsulated or the advanced framing with insulated header values as described in Section A3.4.1(c) if the headers are insulated. A3.4.3.4
For wood-framed walls with framing greater than 32 in. on center, U-factors shall be determined in accordance with Section A9.

A4. BELOW-GRADE WALLS

A4.1 General.
For the purpose of Section A1.2, The base assembly is 8 in. medium-weight concrete block with a density of 115 lb/ft3 and solid grouted cores. Continuous insulation is installed on the interior or exterior. In contrast to the U-factor for above-grade walls, the C-factor for below-grade walls does not include R-values for exterior or interior air films or for soil. For insulated walls, the C-factor does include R-0.45 for 0.5 in. gypsum board. A4.2 C-Factors for Below-Grade Walls

TABLE A4.2 Assembly C-Factors for Below-Grade
Walls

Framing Type and Depth Rated R-Value of Insulation Alone Specified C-Factors
(Wall Only, without Soil and Air Films)
No Framing R-0 C-1.140
Exterior Insulation, Continuous and Uninterrupted by Framing
No Framing R-5.0 C-0.170
No Framing R-7.5 C-0.119
No Framing R-10.0 C-0.092
No Framing R-12.5 C-0.075
No Framing R-15.0 C-0.063
No Framing R-17.5 C-0.054
No Framing R-20.0 C-0.048
No Framing R-25.0 C-0.039
No Framing R-30.0 C-0.032
No Framing R-35.0 C-0.028
No Framing R-40.0 C-0.025
No Framing R-45.0 C-0.022
No Framing R-50.0 C-0.020
Continuous Metal Framing at 24 in. on Center Horizontally
3.5 in. R-11.0 C-0.182
3.5 in. R-13.0 C-0.174
3.5 in. R-15.0 C-0.168
5.5 in. R-19.0 C-0.125
5.5 in. R-21.0 C-0.120
1 in. Metal Clips at 24 in. on Center Horizontally and 16 in. Vertically
1.0 in. R-3.8 C-0.233
1.0 in. R-5.0 C-0.201

TABLE A4.2 Assembly C-Factors for Below-Grade
Walls (continued)

Framing Type and DepthRated R-Value of Insulation AloneSpecified C-Factors
(Wall Only, without Soil and Air Films)
1.0 in.R-5.6C-0.189
1.5 in.R-5.7C-0.173
1.5 in.R-7.5C-0.147
1.5 in.R-8.4C-0.138
2.0 in.R-7.6C-0.138
2.0 in.R-10.0C-0.116
2.0 in.R-11.2C-0.108
2.5 in.R-9.5C-0.114
2.5 in.R-12.5C-0.096
2.5 in.R-14.0C-0.089
3.0 in.R-11.4C-0.098
3.0 in.R-15.0C-0.082
3.0 in.R-16.8C-0.076
3.5 in.R-13.3C-0.085
3.5 in.R-17.5C-0.071
3.5 in.R-19.6C-0.066
4.0 in.R-15.2C-0.076
4.0 in.R-20.0C-0.063
4.0 in.R-22.4C-0.058
A4.2.1
C-factors for below-grade walls shall be taken from Table A4.2 or determined by the procedure described in this subsection. A4.2.2
It is acceptable to use the C-factors in Table A4.2 for all below-grade walls. A4.2.3
If not taken from Table A4.2, below-grade wall C-factors shall be determined from Tables A3.1B, A3.1C, or A3.1D using the following procedure:

a. If the below-grade wall is uninsulated or only the cells are insulated:

1. For concrete walls, determine the C-factor from Table A3.1B based on the concrete density and wall thickness.

2. For concrete block walls, determine the C-factor from Table A3.1C based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated.

b. If the mass wall has additional insulation:

1. For concrete walls, determine the Rc from Table A3.1B based on the concrete density and wall thickness. Next, determine the effective R-value for the insulation/framing layer from Table A3.1D based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the C-factor by adding the Rc and the effective R-value together and taking the inverse of the total.

2. For concrete block walls, determine the Rc from Table A3.1C based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated. Next, determine the effective R-value for the insulation/framing layer from Table A3.1D based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the C-factor by adding the Rc and the effective R-value together and taking the inverse of the total.

A5. FLOORS

A5.1 General.
The buffering effect of crawlspaces or parking garages shall not be included in U-factor calculations. See Section A6 for slab-on-grade floors. A5.2 Mass Floors

TABLE A5.2 Assembly U-Factors for Mass
Floors

Framing
Type and
Spacing
Width
(Actual
Depth)
Cavity Insu-
lation R-
Value: Rated
(Effective
Installed)
Overall
U-Factor
for Entire
Base Floor
Assembly
Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-1.00 R-2.00 R-3.00 R-4.00 R-5.00 R-6.00 R-7.00 R-8.00 R-9.00 R-10.00 R-11.00 R-12.00 R-13.00 R-14.00 R-15.00 R-20.00 R-25.00 R-30.00 R-35.00 R-40.00
Concrete Floor with Rigid Foam
None (0.0) 0.322 0.243 0.196 0.164 0.141 0.123 0.110 0.099 0.090 0.083 0.076 0.071 0.066 0.062 0.058 0.055 0.043 0.036 0.030 0.026 0.023
Concrete Floor with Pinned Boards
R-4.2 (4.2) 0.137 0.121 0.108 0.097 0.089 0.081 0.075 0.070 0.065 0.061 0.058 0.055 0.052 0.049 0.047 0.045 0.037 0.031 0.027 0.024 0.021
R-6.3 (6.3) 0.107 0.096 0.088 0.081 0.075 0.070 0.065 0.061 0.058 0.054 0.052 0.049 0.047 0.045 0.043 0.041 0.034 0.029 0.025 0.023 0.020
R-8.3 (8.3) 0.087 0.080 0.074 0.069 0.065 0.061 0.057 0.054 0.051 0.049 0.047 0.045 0.043 0.041 0.039 0.038 0.032 0.027 0.024 0.022 0.019
R-10.4 (10.4) 0.074 0.069 0.064 0.060 0.057 0.054 0.051 0.049 0.046 0.044 0.042 0.041 0.039 0.038 0.036 0.035 0.030 0.026 0.023 0.021 0.019
R-12.5 (12.5) 0.064 0.060 0.057 0.054 0.051 0.048 0.046 0.044 0.042 0.041 0.039 0.038 0.036 0.035 0.034 0.033 0.028 0.025 0.022 0.020 0.018
R-14.6 (14.6) 0.056 0.053 0.051 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.035 0.034 0.033 0.032 0.031 0.027 0.023 0.021 0.019 0.017
R-16.7 (16.7) 0.051 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.035 0.034 0.032 0.031 0.030 0.030 0.029 0.025 0.022 0.020 0.018 0.017
Concrete Floor with Spray-On Insulation
1 in. R-4 (4.0) 0.141 0.123 0.110 0.099 0.090 0.083 0.076 0.071 0.066 0.062 0.058 0.055 0.052 0.050 0.047 0.045 0.037 0.031 0.027 0.024 0.021
2 in. R-8 (8.0) 0.090 0.083 0.076 0.071 0.066 0.062 0.058 0.055 0.052 0.050 0.047 0.045 0.043 0.041 0.040 0.038 0.032 0.028 0.024 0.022 0.020
3 in. R-12 (12.0) 0.066 0.062 0.058 0.055 0.052 0.050 0.047 0.045 0.043 0.041 0.040 0.038 0.037 0.036 0.034 0.033 0.028 0.025 0.022 0.020 0.018
4 in. R-16 (16.0) 0.052 0.050 0.047 0.045 0.043 0.041 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.031 0.030 0.029 0.026 0.023 0.020 0.018 0.017
5 in. R-20 (20.0) 0.043 0.041 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.023 0.021 0.019 0.017 0.016
6 in. R-24 (24.0) 0.037 0.036 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.026 0.025 0.024 0.024 0.021 0.019 0.018 0.016 0.015
A5.2.1 General.
For the purpose of Section A1.2, the base assembly is continuous insulation over or under a solid concrete floor. The U-factors include R-0.92 for interior air film-heat flow down, R-1.23 for carpet and rubber pad, R-0.50 for 8 in. concrete, and R-0.46 for semi-exterior air film. Added insulation is continuous and uninterrupted by framing. Framing factor is zero. A5.2.2 Rated R-Value of Insulation for Mass Floors A5.2.2.1
The rated R-value of insulation is for continuous insulation uninterrupted by framing. A5.2.2.2
Where framing, including metal and wood joists, is used, compliance shall be based on the maximum assembly U-factor rather than the minimum rated R-value of insulation. A5.2.2.3
For waffle-slab floors, the floor shall be insulated either on the interior above the slab or on all exposed surfaces of the waffle. A5.2.2.4
For floors with beams that extend below the floor slab, the floor shall be insulated either on the interior above the slab or on the exposed floor and all exposed surfaces of the beams that extend 24 in. and less below the exposed floor. A5.2.3 U-Factors for Mass Floors A5.2.3.1
The U-factors for mass walls shall be taken from Table A5.2. A5.2.3.2
It is not acceptable to use the U-factors in Table A5.2 if the insulation is not continuous. A5.3 Steel-Joist Floors

TABLE A5.3 Assembly U-Factors
for Steel-Joist Floors

Framing
Type and
Spacing
Width
(Actual
Depth)
Cavity
Insulation
R-Value: Rated
(Effective
Installed [See
Table A9.2A])
Overall
U-Factor
for Entire
Base Floor
Assembly
Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-1.00 R-2.00 R-3.00 R-4.00 R-5.00 R-6.00 R-7.00 R-8.00 R-9.00 R-10.00 R-11.00 R-12.00 R-13.00 R-14.00 R-15.00 R-20.00 R-25.00 R-30.00 R-35.00 R-40.00
Steel Joist Floor with Rigid Foam
None (0.0) 0.350 0.259 0.206 0.171 0.146 0.127 0.113 0.101 0.092 0.084 0.078 0.072 0.067 0.063 0.059 0.056 0.044 0.036 0.030 0.026 0.023
Steel Joist Floor with Spray-on Insulation
1 in. R-4 (3.88) 0.148 0.129 0.114 0.103 0.093 0.085 0.078 0.073 0.068 0.064 0.060 0.056 0.053 0.051 0.048 0.046 0.037 0.032 0.027 0.024 0.021
2 in. R-8 (7.52) 0.096 0.088 0.081 0.075 0.070 0.065 0.061 0.058 0.054 0.052 0.049 0.047 0.045 0.043 0.041 0.039 0.033 0.028 0.025 0.022 0.020
3 in. R-12 (10.80) 0.073 0.068 0.064 0.060 0.057 0.054 0.051 0.048 0.046 0.044 0.042 0.041 0.039 0.038 0.036 0.035 0.030 0.026 0.023 0.021 0.019
4 in. R-16 (13.92) 0.060 0.056 0.053 0.051 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.035 0.034 0.032 0.031 0.027 0.024 0.021 0.019 0.018
5 in. R-20 (17.00) 0.050 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.035 0.033 0.032 0.031 0.030 0.030 0.029 0.025 0.022 0.020 0.018 0.017
6 in. R-24 (19.68) 0.044 0.042 0.041 0.039 0.038 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.024 0.021 0.019 0.017 0.016
Steel Joist Floor with Batt Insulation
None (0.0) 0.350 0.259 0.206 0.171 0.146 0.127 0.113 0.101 0.092 0.084 0.078 0.072 0.067 0.063 0.059 0.056 0.044 0.036 0.030 0.026 0.023
R-11 (10.01) 0.078 0.072 0.067 0.063 0.059 0.056 0.053 0.050 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.030 0.026 0.023 0.021 0.019
R-13 (11.70) 0.069 0.064 0.060 0.057 0.054 0.051 0.049 0.046 0.044 0.042 0.041 0.039 0.038 0.036 0.035 0.034 0.029 0.025 0.022 0.020 0.018
R-15 (13.20) 0.062 0.059 0.055 0.052 0.050 0.047 0.045 0.043 0.042 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.028 0.024 0.022 0.020 0.018
R-19 (16.34) 0.052 0.050 0.047 0.045 0.043 0.041 0.040 0.038 0.037 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.026 0.023 0.020 0.018 0.017
R-21 (17.64) 0.049 0.047 0.044 0.043 0.041 0.039 0.038 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.025 0.022 0.020 0.018 0.017
R-25 (20.25) 0.043 0.041 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.023 0.021 0.019 0.017 0.016
R-30C (23.70) 0.038 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.026 0.025 0.025 0.024 0.021 0.019 0.018 0.016 0.015
R-30 (23.70) 0.038 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.026 0.025 0.025 0.024 0.021 0.019 0.018 0.016 0.015
R-38C (28.12) 0.032 0.031 0.030 0.029 0.029 0.028 0.027 0.026 0.026 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.020 0.018 0.016 0.015 0.014
R-38 (28.12) 0.032 0.031 0.030 0.029 0.029 0.028 0.027 0.026 0.026 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.020 0.018 0.016 0.015 0.014
A5.3.1 General.
For the purpose of Section A1.2, the base assembly is a floor where the insulation is either placed between the steel joists or is sprayed on the underside of the floor and the joists. In both cases, the steel provides a thermal bypass to the insulation. The U-factors include R-0.92 for interior air film—heat flow down, R-1.23 for carpet and pad, R-0.25 for 4 in. concrete, R-0 for metal deck, and R-0.46 for semi-exterior air film. The performance of the insulation/ framing layer is calculated using the values in Table A9.2A. A5.3.2 Rated R-Value of Insulation for Steel-Joist Floors A5.3.2.1
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between steel joists or for spray-on insulation. A5.3.2.2
It is acceptable for this insulation to also be continuous insulation uninterrupted by framing. All continuous insulation shall be installed either on the interior above the floor structure or below a framing cavity completely filled with insulation. A5.3.3 U-Factors for Steel-Joist Floors A5.3.3.1
The U-factors for steel-joist floors shall be taken from Table A5.3. A5.3.3.2
It is acceptable to use these U-factors for any steel-joist floor. A5.4 Wood-Framed and Other Floors

TABLE A5.4 Assembly U-Factors for Wood-Joist
Floors

Framing
Type and
Spacing
Width
(Actual
Depth)
Cavity
Insulation
R-Value: Rated
(Effective
Installed)
Overall
U-Factor
for Entire
Base Floor
Assembly
Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing)
Rated R-Value of Continuous Insulation
R-1.00 R-2.00 R-3.00 R-4.00 R-5.00 R-6.00 R-7.00 R-8.00 R-9.00 R-10.00 R-11.00 R-12.00 R-13.00 R-14.00 R-15.00 R-20.00 R-25.00 R-30.00 R-35.00 R-40.00
Wood Joists
5.5 in. None (0.0) 0.282 0.220 0.180 0.153 0.132 0.117 0.105 0.095 0.087 0.080 0.074 0.069 0.064 0.060 0.057 0.054 0.042 0.035 0.030 0.026 0.023
R-11 (11.0) 0.074 0.069 0.064 0.060 0.057 0.054 0.051 0.048 0.046 0.044 0.042 0.040 0.039 0.037 0.036 0.035 0.030 0.026 0.023 0.020 0.019
R-13 (13.0) 0.066 0.062 0.058 0.055 0.052 0.049 0.047 0.045 0.043 0.041 0.039 0.038 0.036 0.035 0.034 0.033 0.028 0.025 0.022 0.020 0.018
R-15 (15.0) 0.060 0.057 0.053 0.050 0.048 0.046 0.044 0.042 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.031 0.027 0.024 0.021 0.019 0.017
R-19 (18.0) 0.051 0.048 0.046 0.044 0.042 0.040 0.038 0.037 0.036 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.025 0.022 0.020 0.018 0.017
R-21 (21.0) 0.046 0.043 0.042 0.040 0.038 0.037 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.023 0.021 0.019 0.017 0.016
7.25 in. R-25 (25.0) 0.039 0.037 0.036 0.035 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.025 0.025 0.024 0.022 0.019 0.018 0.016 0.015
R-30C (30.0) 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.026 0.026 0.025 0.024 0.024 0.023 0.023 0.022 0.020 0.018 0.016 0.015 0.014
9.25 in. R-30 (30.0) 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.026 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.020 0.018 0.016 0.015 0.014
11.25 in. R-38C (38.0) 0.027 0.026 0.025 0.025 0.024 0.024 0.023 0.022 0.022 0.021 0.021 0.020 0.020 0.020 0.019 0.019 0.017 0.016 0.015 0.014 0.013
13.25 in. R-38 (38.0) 0.026 0.026 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.021 0.021 0.020 0.020 0.019 0.019 0.019 0.017 0.016 0.015 0.014 0.013
A5.4.1 General.
For the purpose of Section A1.2, the base assembly is a floor attached directly to the top of the wood joist with insulation located directly below the floor and ventilated airspace below the insulation. The heat flow path through the joist is calculated to be the same depth as the insulation. The U-factors include R-0.92 for interior air film—heat flow down, R-1.23 for carpet and pad, R-0.94 for 0.75 in. wood subfloor, and R-0.46 for semi-exterior air film. The weighting factors are 91% insulated cavity and 9% framing. A5.4.2 Rated R-Value of Insulation for Wood-Framed and Other Floors A5.4.2.1
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between wood joists. A5.4.2.2
It is acceptable for this insulation to also be continuous insulation uninterrupted by framing. All continuous insulation shall be installed either on the interior above the floor structure or below a framing cavity completely filled with insulation. A5.4.3 U-Factors for Wood-Framed Floors A5.4.3.1
The U-factors for wood-framed floors shall be taken from Table A5.4. A5.4.3.2
It is not acceptable to use these U-factors if the framing is not wood.

A6. SLAB-ON-GRADE FLOORS

A6.1 General.
For the purpose of Section A1.2, the base assembly is a slab floor of 6 in. concrete poured directly on to the earth, the bottom of the slab is at grade line, and soil conductivity is 0.75 Btu/h•ft•°F. In contrast to the U-factor for floors, the F-factor for slab-on-grade floors is expressed per linear foot of building perimeter. F-factors are provided for unheated slabs and for heated slabs. Unheated slab-on-grade floors do not have heating elements, and heated slab-on-grade floors do have heating elements within or beneath the slab. F-factors are provided for three insulation configurations:

a. Horizontal Insulation: continuous insulation is applied directly to the underside of the slab and extends inward horizontally from the perimeter for the distance specified or continuous insulation is applied downward from the top of the slab and then extends horizontally to the interior or the exterior from the perimeter for the distance specified.

b. Vertical Insulation: continuous insulation is applied directly to the slab exterior, extending downward from the top of the slab for the distance specified.

c. Fully Insulated Slab: continuous insulation extends downward from the top of the slab and along the entire perimeter and completely covers the entire area under the slab.

A6.2 Rated R-Value of Insulation for Slab-on-Grade Floors A6.2.1
The rated R-value of insulation shall be installed around the perimeter of the slab-on-grade floor to the distance specified.
Exception: For a monolithic slab-on-grade floor, the insulation shall extend from the top of the slab-on-grade to the bottom of the footing.
A6.2.2
Insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum of the distance specified or to the top of the footing, whichever is less. A6.2.3
Insulation installed outside the foundation wall shall extend from the top of the slab or downward to at least the bottom of the slab and then horizontally to a minimum of the distance specified. In all climates, the horizontal insulation extending outside of the foundation shall be covered by pavement or by soil a minimum of 10 in. thick. A6.3 F-Factors for Slab-on-Grade Floors

TABLE A6.3 Assembly F-Factors for Slab-on-Grade Floors

Insulation DescriptionRated R-Value of Insulation
R-0R-5R-7.5R-10 R-15R-20R-25R-30R-35R-40R-45R-50R-55
Unheated Slabs
None0.73
12 in. horizontal0.720.710.710.71
24 in. horizontal0.700.700.700.69
36 in. horizontal0.680.670.660.66
48 in. horizontal0.670.650.640.63
12 in.vertical0.610.600.580.570.5670.5650.564
24 in. vertical0.580.560.540.520.5100.5050.502
36 in. vertical0.560.530.510.480.4720.4640.460
48 in. vertical0.540.510.480.450.4340.4240.419
Fully insulated slab0.460.410.360.300.2610.2330.2130.1980.1860.1760.1680.161
Heated Slabs
None1.35
12 in. horizontal1.311.311.301.30
24 in. horizontal1.281.271.261.25
36 in. horizontal1.241.211.201.18
48 in. horizontal1.201.171.131.11
12 in. vertical1.061.021.000.980.9680.9640.961
24 in. vertical0.990.950.900.860.8430.8320.827
36 in. vertical0.950.890.840.790.7620.7470.740
48 in. vertical0.910.850.780.720.6880.6710.659
Fully insulated slab0.740.640.550.440.3730.3260.2960.2730.2550.2390.2270.217
A6.3.1
F-factors for slab-on-grade floors shall be taken from Table A6.3. A6.3.2
These F-factors are acceptable for all slab-on-grade floors.

A7. OPAQUE DOORS

All opaque doors with U-factors determined, certified, and labeled in accordance with NFRC 100 shall be assigned those U-factors.

A7.1 Unlabeled Opaque Doors.
Unlabeled opaque doors shall be assigned the following U-factors:

a. Uninsulated single-layer metal swinging doors or non-swinging doors, including single-layer uninsulated access hatches and uninsulated smoke vents: 1.45

b. Uninsulated double-layer metal swinging doors or non-swinging doors, including double-layer uninsulated access hatches and uninsulated smoke vents: 0.70

c. Insulated metal swinging doors, including fire-rated doors, insulated access hatches, and insulated smoke vents: 0.50

d. Wood doors, minimum nominal thickness of 1.75 in., including panel doors with minimum panel thickness of 1.125 in., solid core flush doors, and hollow core flush doors: 0.50

e. Any other wood door: 0.60

A8. FENESTRATION

All fenestration with U-factors, SHGC, or visible transmittance determined, certified, and labeled in accordance with NFRC 100, 200, and 300, respectively, shall be assigned those values.

A8.1 Unlabeled Skylights.
Unlabeled skylights shall be assigned the U-factors in Table A8.1A and are allowed to use the SHGCs and VTs in Table A8.1B. The metal with thermal break frame category shall not be used unless all frame members have a thermal break equal to or greater than 0.25 in.

TABLE A8.1A Assembly U-Factors for Unlabeled Skylights

Product Type Sloped Installation
Unlabeled Skylight with Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Unlabeled Skylight without Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Frame Type Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Reinforced
Vinyl/
Aluminum
Clad Wood
Wood/
Vinyl
Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Structural
Glazing
ID Glazing Type
Single Glazing
1 1/8 in. glass 1.98 1.89 1.75 1.47 1.36 1.25 1.25
2 1/4 in. acrylic/polycarb 1.82 1.73 1.60 1.31 1.21 1.10 1.10
3 1/8 in. acrylic/polycarb 1.90 1.81 1.68 1.39 1.29 1.18 1.18
Double Glazing
4 1/4 in. airspace 1.31 1.11 1.05 0.84 0.82 0.70 0.66
5 1/2 in. airspace 1.30 1.10 1.04 0.84 0.81 0.69 0.65
6 1/4 in. argon space 1.27 1.07 1.00 0.80 0.77 0.66 0.62
7 1/2 in. argon space 1.27 1.07 1.00 0.80 0.77 0.66 0.62
Double Glazing, e = 0.60 on surface 2 or 3
8 1/4 in. airspace 1.27 1.08 1.01 0.81 0.78 0.67 0.63
9 1/2 in. airspace 1.27 1.07 1.00 0.80 0.77 0.66 0.62

TABLE A8.1A
Assembly U-Factors for Unlabeled Skylights (continued)

Product Type Sloped Installation
Unlabeled Skylight with Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Unlabeled Skylight without Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Frame Type Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Reinforced
Vinyl/
Aluminum
Clad Wood
Wood/
Vinyl
Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Structural
Glazing
ID Glazing Type
10 1/4 in. argon space 1.23 1.03 0.97 0.76 0.74 0.63 0.58
11 1/2 in. argon space 1.23 1.03 0.97 0.76 0.74 0.63 0.58
Double Glazing, e = 0.40 on surface 2 or 3
12 1/4 in. airspace 1.25 1.05 0.99 0.78 0.76 0.64 0.60
13 1/2 in. airspace 1.24 1.04 0.98 0.77 0.75 0.64 0.59
14 1/4 in. argon space 1.18 0.99 0.92 0.72 0.70 0.58 0.54
15 1/2 in. argon space 1.20 1.00 0.94 0.74 0.71 0.60 0.56
Double Glazing, e = 0.20 on surface 2 or 3
16 1/4 in. airspace 1.20 1.00 0.94 0.74 0.71 0.60 0.56
17 1/2 in. airspace 1.20 1.00 0.94 0.74 0.71 0.60 0.56
18 1/4 in. argon space 1.14 0.94 0.88 0.68 0.65 0.54 0.50
19 1/2 in. argon space 1.15 0.95 0.89 0.68 0.66 0.55 0.51
Double Glazing, e = 0.10 on surface 2 or 3
20 1/4 in. airspace 1.18 0.99 0.92 0.72 0.70 0.58 0.54
21 1/2 in. airspace 1.18 0.99 0.92 0.72 0.70 0.58 0.54
22 1/4 in. argon space 1.11 0.91 0.85 0.65 0.63 0.52 0.47
23 1/2 in. argon space 1.13 0.93 0.87 0.67 0.65 0.53 0.49
Double Glazing, e = 0.05 on surface 2 or 3
24 1/4 in. airspace 1.17 0.97 0.91 0.70 0.68 0.57 0.52
25 1/2 in. airspace 1.17 0.98 0.91 0.71 0.69 0.58 0.53
26 1/4 in. argon space 1.09 0.89 0.83 0.63 0.61 0.50 0.45
27 1/2 in. argon space 1.11 0.91 0.85 0.65 0.63 0.52 0.47
Triple Glazing
28 1/4 in. airspaces 1.12 0.89 0.84 0.64 0.64 0.53 0.48
29 1/2 in. airspaces 1.10 0.87 0.81 0.61 0.62 0.51 0.45
30 1/4 in. argon spaces 1.09 0.86 0.80 0.60 0.61 0.50 0.44
31 1/2 in. argon spaces 1.07 0.84 0.79 0.59 0.59 0.48 0.42
Triple Glazing, e = 0.20 on surface 2,3,4, or 5
32 1/4 in. airspace 1.08 0.85 0.79 0.59 0.60 0.49 0.43
33 1/2 in. airspace 1.05 0.82 0.77 0.57 0.57 0.46 0.41
34 1/4 in. argon space 1.02 0.79 0.74 0.54 0.55 0.44 0.38
35 1/2 in. argon space 1.01 0.78 0.73 0.53 0.54 0.43 0.37
Triple Glazing, e = 0.20 on surfaces 2 or 3 and 4 or 5
36 1/4 in. airspace 1.03 0.80 0.75 0.55 0.56 0.45 0.39
37 1/2 in. airspace 1.01 0.78 0.73 0.53 0.54 0.43 0.37
38 1/4 in. argon space 0.99 0.75 0.70 0.50 0.51 0.40 0.35
39 1/2 in. argon space 0.97 0.74 0.69 0.49 0.50 0.39 0.33
Triple Glazing, e = 0.10 on surfaces 2 or 3 and 4 or 5
40 1/4 in. airspace 1.01 0.78 0.73 0.53 0.54 0.43 0.37
41 1/2 in. airspace 0.99 0.76 0.71 0.51 0.52 0.41 0.36

TABLE A8.1A
Assembly U-Factors for Unlabeled Skylights (continued)

Product Type Sloped Installation
Unlabeled Skylight with Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Unlabeled Skylight without Curb
(Includes glass/plastic, flat/domed, fixed/operable)
Frame Type Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Reinforced
Vinyl/
Aluminum
Clad Wood
Wood/
Vinyl
Aluminum
without
Thermal
Break
Aluminum
with
Thermal
Break
Structural
Glazing
ID Glazing Type
42 1/4 in. argon space 0.96 0.73 0.68 0.48 0.49 0.38 0.32
43 1/2 in. argon space 0.95 0.72 0.67 0.47 0.48 0.37 0.31
Quadruple Glazing, e = 0.10 on surfaces 2 or 3 and 4 or 5
44 1/4 in. airspace 0.97 0.74 0.69 0.49 0.50 0.39 0.33
45 1/2 in. airspace 0.94 0.71 0.66 0.46 0.47 0.36 0.30
46 1/4 in. argon space 0.93 0.70 0.65 0.45 0.46 0.35 0.30
47 1/2 in. argon space 0.91 0.68 0.63 0.43 0.44 0.33 0.28
48 1/4 in. krypton spaces 0.88 0.65 0.60 0.40 0.42 0.31 0.25

TABLE A8.1B Assembly SHGCs and
Assembly Visible Transmittances (VTs) for Unlabeled Skylights

Glass
Type
Glazing Type:
Number of glazing layers
Number and emissivity of coatings
(Glazing is glass except where noted)
Unlabeled Skylights (Includes glass/plastic, flat/domed, fixed/operable)
Frame: Metal without
Thermal Break
Metal with
Thermal Break
Wood/Vinyl/
Fiberglass
Characteristic: SHGC VT SHGC VT SHGC VT
Clear Single glazing, 1/8 in. glass 0.82 0.76 0.78 0.76 0.73 0.73
Single glazing, 1/4 in. glass 0.78 0.75 0.74 0.75 0.69 0.72
Single glazing, acrylic/polycarbonate 0.83 0.92 0.83 0.92 0.83 0.92
Double glazing 0.68 0.66 0.64 0.66 0.59 0.64
Double glazing, E = 0.40 on surface 2 or 3 0.71 0.65 0.67 0.65 0.62 0.63
Double glazing, E = 0.20 on surface 2 or 3 0.66 0.61 0.62 0.61 0.57 0.59
Double glazing, E = 0.10 on surface 2 or 3 0.59 0.63 0.55 0.63 0.51 0.61
Double glazing, acrylic/polycarbonate 0.77 0.89 0.77 0.89 0.77 0.89
Triple glazing 0.60 0.59 0.56 0.59 0.52 0.57
Triple glazing, E = 0.40 on surface 2, 3, 4, or 5 0.64 0.60 0.60 0.60 0.56 0.57
Triple glazing, E = 0.20 on surface 2, 3, 4, or 5 0.59 0.55 0.55 0.55 0.51 0.53
Triple glazing, E = 0.10 on surface 2, 3, 4, or 5 0.54 0.56 0.50 0.56 0.46 0.54
Triple glazing, E = 0.40 on surfaces 3 and 5 0.62 0.57 0.58 0.57 0.53 0.55
Triple glazing, E = 0.20 on surfaces 3 and 5 0.56 0.51 0.52 0.51 0.48 0.49
Triple glazing, E = 0.10 on surfaces 3 and 5 0.47 0.54 0.43 0.54 0.40 0.52
Triple glazing, acrylic/polycarbonate 0.71 0.85 0.71 0.85 0.71 0.85
Quadruple glazing, E = 0.10 on surfaces 3 and 5 0.41 0.48 0.37 0.48 0.33 0.46
Quadruple glazing, acrylic/polycarbonate 0.65 0.81 0.65 0.81 0.65 0.81

TABLE A8.1B
Assembly SHGCs and
Assembly Visible Transmittances (VTs) for Unlabeled Skylights (continued)

Glass
Type
Glazing Type:
Number of glazing layers
Number and emissivity of coatings
(Glazing is glass except where noted)
Unlabeled Skylights (Includes glass/plastic, flat/domed, fixed/operable)
Frame: Metal without
Thermal Break
Metal with
Thermal Break
Wood/Vinyl/
Fiberglass
Tinted Single glazing, 1/8 in. glass 0.70 0.58 0.66 0.58 0.62 0.56
Single glazing, 1/4 in. glass 0.61 0.45 0.56 0.45 0.52 0.44
Single glazing, acrylic/polycarbonate 0.46 0.27 0.46 0.27 0.46 0.27
Double glazing 0.50 0.40 0.46 0.40 0.42 0.39
Double glazing, E = 0.40 on surface 2 or 3 0.59 0.50 0.55 0.50 0.50 0.48
Double glazing, E = 0.20 on surface 2 or 3 0.47 0.37 0.43 0.37 0.39 0.36
Double glazing, E = 0.10 on surface 2 or 3 0.43 0.38 0.39 0.38 0.35 0.37
Double glazing, acrylic/polycarbonate 0.37 0.25 0.37 0.25 0.37 0.25
Triple glazing 0.42 0.22 0.37 0.22 0.34 0.21
Triple glazing, E = 0.40 on surface 2, 3, 4, or 5 0.53 0.45 0.49 0.45 0.45 0.44
Triple glazing, E = 0.20 on surface 2, 3, 4, or 5 0.42 0.33 0.38 0.33 0.35 0.32
Triple glazing, E = 0.10 on surface 2, 3, 4, or 5 0.39 0.34 0.35 0.34 0.31 0.33
Triple glazing, E = 0.40 on surfaces 3 and 5 0.51 0.43 0.47 0.43 0.43 0.42
Triple glazing, E = 0.20 on surfaces 3 and 5 0.40 0.31 0.36 0.31 0.32 0.29
Triple glazing, E = 0.10 on surfaces 3 and 5 0.34 0.32 0.30 0.32 0.27 0.31
Triple glazing, acrylic/polycarbonate 0.30 0.23 0.30 0.23 0.30 0.23
Quadruple glazing, E = 0.10 on surfaces 3 and 5 0.30 0.29 0.26 0.29 0.23 0.28
Quadruple glazing, acrylic/polycarbonate 0.27 0.25 0.27 0.25 0.27 0.25
A8.2 Unlabeled Vertical Fenestration.
Unlabeled vertical fenestration, both operable and fixed, shall be assigned the U-factors, SHGCs, and VTs in Table A8.2.

TABLE A8.2 Assembly U-Factors, Assembly SHGCs,
and Assembly Visible Transmittances (VTs) for Unlabeled Vertical Fenestration

Frame Type Glazing Type Unlabeled Vertical Fenestration
Clear Glass Tinted Glass
U-Factor SHGC VT U-Factor SHGC VT
All frame types Single glazing 1.25 0.82 0.76 1.25 0.70 0.58
Glass block 0.60 0.56 0.56 n.a. n.a. n.a.
Wood, vinyl, or
fiberglass frames
Double glazing 0.60 0.59 0.64 0.60 0.42 0.39
Triple glazing 0.45 0.52 0.57 0.45 0.34 0.21
Metal and other
frame types
Double glazing 0.90 0.68 0.66 0.90 0.50 0.40
Triple glazing 0.70 0.60 0.59 0.70 0.42 0.22

A9. DETERMINATION OF ALTERNATE ASSEMBLY
U-FACTORS, C-FACTORS,
F-FACTORS, OR HEAT CAPACITIES

A9.1 General.
Component U-factors for other opaque assemblies shall be determined in accordance with Section A9 only if approved by the building official in accordance with Section A1.2. The procedures required for each class of construction are specified in Section A9.2. Testing shall be performed in accordance with Section A9.3. Calculations shall be performed in accordance with Section A9.4. A9.2 Required Procedures.
Two- or three-dimensional finite difference and finite volume computer models shall be an acceptable alternative method to calculating the thermal performance values for all assemblies and constructions listed below. The following procedures shall also be permitted to determine all alternative U-factors, F-factors, and C-factors.

a. Roofs:

1. Roofs with insulation entirely above deck: testing or series calculation method.

2. Metal building roofs: testing.

3. Attic roofs, wood joists: testing or parallel path calculation method.

4. Attic roofs, steel joists: testing or parallel path calculation method using the insulation/framing layer adjustment factors in Table A9.2A or modified zone calculation method.

5. Attic roofs, concrete joists: testing or parallel path calculation method if concrete is solid and uniform or isothermal planes calculation method if concrete has hollow sections.

6. Other attic roofs and other roofs: testing or two-dimensional calculation method.

b. Above-Grade Walls:

1. Mass walls: testing or isothermal planes calculation method or two-dimensional calculation method. The parallel path calculation method is not acceptable.

2. Metal building walls: testing.

3. Steel-framed walls: testing or parallel path calculation method using the insulation/framing layer adjustment factors in Table A9.2B or the modified zone method.

4. Wood-framed walls: testing or parallel path calculation method.

5. Other walls: testing or two-dimensional calculation method.

c. Below-Grade Walls:

1. Mass walls: testing or isothermal planes calculation method or two-dimensional calculation method. The parallel path calculation method is not acceptable.

2. Other walls: testing or two-dimensional calculation method

d. Floors:

1. Mass floors: testing or parallel path calculation method if concrete is solid and uniform or isothermal planes calculation method if concrete has hollow sections.

2. Steel joist floors: testing or modified zone calculation method.

3. Wood joist floors: testing or parallel path calculation method or isothermal planes calculation method.

4. Other floors: testing or two-dimensional calculation method.

e. Slab-on-Grade Floors:
No testing or calculations allowed. .

TABLE A9.2A Effective Insulation/Framing Layer R-Values for Roof and
Floor Insulation Installed Between Metal Framing (4 ft on Center)

Rated R-Value of
Insulation
Correction
Factor
Framing/Cavity
R-Value
Rated R-Value of
Insulation
Correction
Factor
Framing/Cavity R-Value
0.001.000.0020.000.8517.00
4.000.973.8821.000.8417.64
5.000.964.8024.000.8219.68
8.000.947.5225.000.8120.25
10.000.929.2030.000.7923.70
11.000.9110.0135.000.7626.60
12.000.9010.8038.000.7428.12
13.000.9011.7040.000.7329.20
15.000.8813.2045.000.7131.95
16.000.8713.9250.000.6934.50
19.000.8616.3455.000.6736.85

TABLE A9.2B Effective Insulation/Framing Layer R-Values
for Wall Insulation Installed Between Steel Framing

Nominal Depth
of Cavity, in.
Actual Depth
of Cavity, in.
Rated R-Value of
Airspace or Insulation
Effective Framing/Cavity R-Value
at 16 in. on Center
Effective Framing/Cavity R-Value
at 24 in. on Center
Empty Cavity, No Insulation
4 3.5 R-0.91 0.79 0.91
Insulated Cavity
4 3.5 R-11 5.5 6.6
4 3.5 R-13 6.0 7.2
4 3.5 R-15 6.4 7.8
6 6.0 R-19 7.1 8.6
6 6.0 R-21 7.4 9.0
8 8.0 R-25 7.8 9.6
A9.3 Testing Procedures A9.3.1 Building Material Thermal Properties.
If building material R-values or thermal conductivities are determined by testing, one of the following test procedures shall be used:

a. ASTM C177

b. ASTM C518

c. ASTM C1363

For concrete, the oven-dried conductivity shall be multiplied by 1.2 to reflect the moisture content as typically installed.
A9.3.2 Assembly U-Factors.
If assembly U-factors are determined by testing, ASTM C1363 test procedures shall be used.
Product samples tested shall be production line material or representative of material as purchased by the consumer or contractor. If the assembly is too large to be tested at one time in its entirety, then either a representative portion shall be tested or different portions shall be tested separately and a weighted average determined. To be representative, the portion tested shall include edges of panels, joints with other panels, typical framing percentages, and thermal bridges.
A9.4 Calculation Procedures and Assumptions.
The following procedures and assumptions shall be used for all calculations. R-values for air films, insulation, and building materials shall be taken from Sections A9.4.1 through A9.4.3, respectively. In addition, the appropriate assumptions listed in Sections A2 through A8, including framing factors, shall be used.

TABLE A9.4A Values for Cavity Air Spaces

ComponentAirspace Thickness,
in.
R-Value
Effective Emissivity
0.030.050.200.500.82
Roof0.502.132.041.541.040.77
0.752.332.221.641.090.80
1.502.532.411.751.130.82
3.502.832.661.881.190.85
Wall0.502.542.431.751.130.82
0.753.583.322.181.300.90
1.503.923.622.301.340.93
3.503.673.402.211.310.91
Floor0.502.551.281.000.690.53
0.751.441.381.060.730.54
1.502.492.381.761.150.85
3.503.082.902.011.260.90

TABLE A9.4B Emittance Values of Various Surfaces and Effective Emittances of Air Spaces

SurfaceAverage Emittance eEffective Emittance
e eff of Air Space
One Surface e; Other, 0.9Both Surfaces Emittance e
Aluminum foil, bright0.050.050.03
Aluminum foil, with condensate just visible
(>0.7 gr/ft2)
0.300.29
Aluminum foil, with condensate clearly
visible (>2.9 gr/ft2)
0.700.65
Aluminum sheet0.120.120.06
Aluminum coated paper, polished0.200.200.11
Steel, galv., bright0.250.240.15
Aluminum paint0.500.470.35
Building materials: wood, paper,
masonry, nonmetallic paints
0.900.820.82
Regular glass0.840.770.72

TABLE A9.4C Effective R-Values for Fiberglass

Insulation R-Value at Standard Thickness
Rated R-Value 38 30 22 21 19 15 13 11
Standard Thickness, in. 12 9.5 6.5 5.5 6 3.5 3.5 3.5
Nominal Lumber Size,
in.
Actual Depth of
Cavity, in.
Effective Insulation R-Values
when Installed in a Confined Cavity
2 × 12 11.25 37
2 × 10 9.25 32 30
2 × 8 7.25 27 26 22 21 19
2 × 6 5.5 21 20 21 18
2 × 4 3.5 14 13 15 13 11
2.5 9.8
1.5 6.3 6

TABLE A9.4D R-Values for Building Materials

Material Nominal
Size, in.
Actual
Size, in.
R-Value
Carpet and rubber pad 1.23
Concrete at R-0.0625/in. 2 0.13
4 0.25
6 0.38
8 0.5
10 0.63
12 0.75
Flooring, wood subfloor 0.75 0.94
Gypsum board 0.5 0.45
0.625 0.56
Metal deck 0
Roofing, built-up 0.375 0.33
Sheathing, vegetable fiber board,
0.78 in.
0.78 2.06
Soil at R-0.104/in. 12 1.25
Steel, mild 1 0.0031807
Stucco 0.75 0.08
Wood, 2 × 4 at R-1.25/in. 4 3.5 4.38
Wood, 2 × 4 at R-1.25/in. 6 5.5 6.88
Wood, 2 × 4 at R-1.25/in. 8 7.25 9.06
Wood, 2 × 4 at R-1.25/in. 10 9.25 11.56
Wood, 2 × 4 at R-1.25/in. 12 11.25 14.06
Wood, 2 × 4 at R-1.25/in. 14 13.25 16.56

TABLE A9.4E Thermal Conductivity
of Concrete Block Material

Concrete Block
Density, lb/ft3
Thermal Conductivity,
Btu•in./h•ft2•°F
803.7
854.2
904.7
955.1
1005.5
1056.1
1106.7
1157.2
1207.8
1258.9
13010.0
13511.8
14013.5
A9.4.1 Air Films.
Prescribed R-values for air films shall be as follows:
R-ValueCondition
0.17All exterior surfaces
0.46All semi-exterior surfaces
0.61Interior horizontal surfaces, heat flow up
0.92Interior horizontal surfaces, heat flow down
0.68Interior vertical surfaces
A9.4.1.1
Exterior surfaces are areas exposed to the wind. A9.4.1.2
Semi-exterior surfaces are protected surfaces that face attics, crawlspaces, and parking garages with natural or mechanical ventilation. A9.4.1.3
Interior surfaces are surfaces within enclosed spaces. A9.4.1.4
The R-value for cavity airspaces shall be taken from Table A9.4A based on the emissivity of the cavity from Table A9.4B. No credit shall be given for airspaces in cavities that contain any insulation or are less than 0.5 in. The values for 3.5 in. cavities shall be used for cavities of that width and greater. A9.4.2 Insulation R-Values.
Insulation R-values shall be determined as follows:

a. For insulation that is not compressed, the rated R-value of insulation shall be used.

b. For calculation purposes, the effective R-value for insulation that is uniformly compressed in confined cavities shall be taken from Table A9.4C.

c. For calculation purposes, the effective R-value for insulation installed in cavities in attic roofs with steel joists shall be taken from Table A9.2A.

d. For calculation purposes, the effective R-value for insulation installed in cavities in steel-framed walls shall be taken from Table A9.2B.

A9.4.3 Building Material Thermal Properties.
R-values for building materials shall be taken from Table A9.4D. Concrete block R-values shall be calculated using the isothermal planes method or a two-dimensional calculation program, thermal conductivities from Table A9.4E, and dimensions from ASTM C90. The parallel path calculation method is not acceptable.
Exception: R-values for building materials or thermal conductivities determined from testing in accordance with Section A9.3.
A9.4.4 Building Material Heat Capacities.
The HC of assemblies shall be calculated using published values for the unit weight and specific heat of all building material components that make up the assembly.
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